Fibre-Reinforced Concrete Is Sustainable and Cost-Effective for Water-Retaining Structures

被引:8
作者
Ryan, Ciaran [1 ]
Garcia-Taengua, Emilio [2 ]
机构
[1] Mott Macdonald, Newcastle Upon Tyne NE1 4SN, Tyne & Wear, England
[2] Univ Leeds, Sch Civil Engn, Leeds LS2 9JT, W Yorkshire, England
关键词
cost; embodied carbon; fibre-reinforced concrete; structures; water infrastructure; POLYPROPYLENE-FIBER; SHRINKAGE; CRACKING; FRC; SLABS;
D O I
10.3390/su132011479
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Although fibre-reinforced-concrete (FRC) is increasingly used, it has been occasionally applied to water-retaining structures (WRSs), and no comprehensive design guidelines are currently available for the design of WRSs with FRC. A design methodology for such applications based on available recommendations and research has been applied to three reference scenarios representing a wide range of WRSs: a flood defence wall, a weir wall, and a swimming pool wall. For each of these scenarios, alternative designs using different FRC mix designs have been compared through the statistical analysis of several relevant parameters. This study confirms that the use of FRC significantly reduces reinforcement requirements when compared to conventional reinforced concrete solutions. Clear trends have been identified between the structural performance of the resulting WRS designs, the FRC mix characteristics and the fibre type and dimensions. This study has considered not only structural performance but also the total cost and environmental footprint per unit length of WRSs, and these considerations further the case for adoption of FRC in such applications. Overall, fibre dosages below 0.75% and 2% in volume for steel and synthetic fibres, respectively, can lead to WRS designs with lower cost and carbon footprint than their reinforced concrete counterparts.
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页数:16
相关论文
共 49 条
  • [1] Fiber-Matrix Interactions in Fiber-Reinforced Concrete: A Review
    Abbas, Yassir M.
    Khan, M. Iqbal
    [J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2016, 41 (04) : 1183 - 1198
  • [2] ACI Committee 544, 2016, 544716 ACI PRC
  • [3] ACI Committee 544, 1996, 5441R96 ACI COMM
  • [4] ACI Committee 544, 2018, 5444R18 ACI
  • [5] Instantaneous deflection calculation for steel fibre reinforced concrete one way members
    Amin, Ali
    Foster, Stephen J.
    Kaufmann, Walter
    [J]. ENGINEERING STRUCTURES, 2017, 131 : 438 - 445
  • [6] [Anonymous], 2005, 14651 EN
  • [7] [Anonymous], 2013, MOD COD 2010
  • [8] [Anonymous], 2019, W CONSHOHOCKEN, DOI [10.1520/C1609, DOI 10.1520/C1609]
  • [9] Bamforth P.B, 2019, CIRIA C766 CONTROL C
  • [10] Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete
    Banthia, N
    Gupta, R
    [J]. CEMENT AND CONCRETE RESEARCH, 2006, 36 (07) : 1263 - 1267